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It is difficult to construct breakwater covered with wave-dissipating blocks in deep sea over forty meters, because the breakwater caisson and wave-dissipating blocks should be put on large mound and the construction cost may be very expensive. Three types of upright absorbing slit caisson breakwaters, which require smaller mound than breakwater covered with wave-dissipating blocks, are focused on in this study. Their characteristics of wave reflection, stability of mound armor blocks, and wave force are studied by using hydraulic model tests as fundamental investigation for economic design of breakwaters.

EXPERIMENTAL STUDY ON WAVE REFLECTION, STABILITY OF MOUND ARMOR BLOCKS, AND WAVE FORCE ON UPRIGHT ABSORBING SLIT CAISSON BREAKWATER IN DEEP SEA.